LOST LAKE CORRIDOR REVIEW

LOST LAKE CORRIDOR REVIEW Prepared for: Prepared by: Broadview Developments Inc. c/o Westbrook Consulting Watt Consulting Group Our File: 2064.B01 Date: October 31, 2016

TABLE OF CONTENTS 1.0 INTRODUCTION... 1 1.1 Study Area... 1 2.0 EXISTING CONDITIONS... 2 2.1 Road Network... 2 2.2 Land Use... 2 2.3 Traffic Analysis... 2 2.3.1 Traffic Volumes... 2 2.3.2 Traffic Modelling Background Information... 2 2.3.3 Traffic Analysis Results... 3 3.0 POST DEVELOPMENT... 4 3.1 Land Use... 4 3.2 Trip Generation... 4 3.3 Trip Assignment... 5 3.4 Site Access... 7 3.5 Traffic Analysis... 7 3.5.1 Option 1 - Post Development PM Peak Hour Conditions (2021)... 8 3.5.2 Option 2 Post Development PM Peak Hour Conditions (2021)... 9 3.5.3 Option 3 Post Development PM Peak Hour Conditions (2021)... 10 4.0 OTHER MODES OF TRANSPORTATION... 12 4.1 Pedestrian Facilities and Bicycle Facilities... 12 4.2 Transit... 12 5.0 CONCLUSIONS... 12 APPENDICES Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: SYNCHRO BACKGROUND 2016 EXISTING SYNCHRO 2021 OPTION 1 CONDITIONS 2021 OPTION 2 CONDITIONS 2021 OPTION 3 CONDITIONS LOST LAKE CORRIDOR REVIEW i

LIST OF FIGURES Figure 1: Study Area... 1 Figure 2: Existing 2016 Traffic Volumes and LOS... 3 Figure 3: Option 1 Trip Assignment... 6 Figure 4: Option 2 Trip Assignment... 6 Figure 5: Option 3 Trip Assignment... 7 Figure 6: Option 1 Post Development 2021 Volumes and LOS... 8 Figure 7: Option 2 Post Development 2021 Volumes and LOS... 10 Figure 8: Option 3 Post Development 2021 Volumes and LOS... 11 LIST OF TABLES Table 1: Past Land Use for Trip Generation During PM Peak Hour... 5 Table 2: Option 1 Post Development PM Peak Hour Traffic Conditions... 8 Table 3: Option 2 Post Development PM Peak Hour Traffic Conditions... 9 Table 4: Option 3 Post Development PM Peak Hour Traffic Conditions... 11 LOST LAKE CORRIDOR REVIEW ii

1.0 INTRODUCTION Watt Consulting Group was retained by Broadview Developments Inc to conduct a traffic assessment the potential rezoning of properties on Tanya Drive in Nanaimo, BC. There is also ongoing construction for two lots in close proximity that will have an impact on the traffic in the area: 5300 Rutherford Road and 5701 Vanderneuk Road. This report reviews existing traffic conditions and post rezoning/development conditions for the Tanya Drive developments, 5300 Rutherford Road, and 5701 Vanderneuk Road at a five year horizon. 1.1 STUDY AREA The sites are located in the City of Nanaimo along Tanya Drive and Lost Lake Road. The study area for this development will include the following intersections: Lost Lake Road / Tanya Drive and Vanderneuk Road / Rutherford Road. All intersections in the study area are currently stop controlled. Figure 1 shows the study are and site location. Figure 1: Study Area LOST LAKE CORRIDOR REVIEW 1

2.0 EXISTING CONDITIONS 2.1 ROAD NETWORK Rutherford Road is designated as a major collector road north of Oliver Road in the City of Nanaimo s Official Community Plan. Within the study area, Rutherford Road is a two lane road with left turn lanes at key intersections. There is a sidewalk on the west side of Rutherford Road and a mixture of sidewalk and paved shoulder on the east side. Vanderneuk Road and Lost Lake Road are classified as a neighbourhood collector roads with a two-lane cross section. All intersections within the study area are unsignalized with stop signs on the side streets. The City of Nanaimo has ultimate plans to provide a collector road between Turner Road and the Linley Valley area (see the City of Nanaimo s OCP Map 2: Mobility). This proposed road would be a minor collector road from Rutherford Road to the Linley Valley area known as Linley Valley Drive. Portions of Linley Valley Drive have been constructed between Lost Lake Drive and Rutherford Road. 2.2 LAND USE The existing land use for the following properties is currently zoned as Urban Reserve (AR2): 5260, 5280, 5291, 5300, 5311 Tanya Drive. The existing land use for 5320 Tanya Drive, 5330 Tanya Drive, and 4905 Lost Lake Rd is Steep Slope Residential (R10). All the lots are currently vacant or with a single family house occupying the property. The surrounding land use is a mix of Steep Slope Residential (R10), Urban Reserve (AR2), and Parks, Recreation, and Culture One (PRC1). 2.3 TRAFFIC ANALYSIS 2.3.1 TRAFFIC VOLUMES Traffic counts were conducted at Rutherford Road / Vanderneuk Road and Lost Lake Road / Tanya Drive on Tuesday, October 18, 2016 during the PM peak hour of travel from 4:00pm 5:00pm. 2.3.2 TRAFFIC MODELLING BACKGROUND INFORMATION Analysis of the traffic conditions at the intersections within the study area were undertaken using Synchro software. The Synchro results were also reviewed using the microsimulation portion of the software (SimTraffic). Synchro / SimTraffic is a two-part traffic modelling software that provides analysis of traffic conditions based on traffic control, geometry, volumes and traffic operations. Synchro software (Synchro 9) is used because of its ability to provide analysis using the Highway Capacity Manual (2010) methodology, while SimTraffic integrates established driver behaviours and characteristics to simulate actual conditions by randomly seeding or positioning vehicles travelling throughout the network. Synchro uses measures of effectiveness to return the results of the analysis. These LOST LAKE CORRIDOR REVIEW 2

measures of effectiveness include level of service (LOS), delay and 95 th percentile queue length. The delays and type of traffic control are used to determine the level of service. The level of services are broken down into six letter grades with LOS A being excellent operations and LOS F being unstable/failure operations. Level of service D is generally considered to be an acceptable LOS by most municipalities. 2.3.3 TRAFFIC ANALYSIS RESULTS The existing 2016 traffic volumes and lane geometrics were entered into Synchro to determine the existing traffic conditions during the PM peak hour of travel. At the Rutherford Road / Vanderneuk Road intersection all movements operate at a LOS A except for the westbound left which operates at LOS C. The Lost Lake Road / Tanya Drive intersection operates at LOS A. Figure 2 shows the existing 2016 volumes and LOS. Figure 2: Existing 2016 Traffic Volumes and LOS LOST LAKE CORRIDOR REVIEW 3

3.0 POST DEVELOPMENT 3.1 LAND USE For the purposes of this review all of the lots off Tanya Drive were reviewed with the Steep Slope Residential (R10) zoning. This zoning allows for a mixture of single family, cluster, townhouse and / or duplex housing. The number of units was estimated by dividing the lot area by 700m 2 as lot sizes can ranges from 325m 2 to 1200m 2. The number of units was generated for each lot individually: 5260 Tanya Drive 289; 5280 Tanya Drive 72; 5291 Tanya Drive 28; 5300 Tanya Drive 57; 5311 Tanya Drive 28; 5320 Tanya Drive 33; 5330 Tanya Drive 30; 3905 Lost Lake Road 49. The total number of single family lots estimated off Tanya Drive is 586 lots. 3.2 TRIP GENERATION Trip generation for this land use is determined by using the industry standard Institute of Transportation Engineers (ITE) Trip Generation Manual (9 th Edition). This manual provides trip generation characteristics for a variety of land uses based on actual observed data over the past 30 years. Since there is limited transit service and amenities within walking distance the single family trip rate was utilized for all of the units even though a portion of the units are townhouses / duplexes and typically generate less traffic than single family housing. The trips for adjacent housing projects at 5300 Rutherford Road and 5701 Vanderneuk Road were added in to the analysis to provide a better picture of the future conditions. The Rutherford / Vanderneuk data comes from a previous report by Boulevard Transportation Group: 5701 Vanderneuk Road, September 17, 2013. Table 1 shows the trip generation for the proposed land use. LOST LAKE CORRIDOR REVIEW 4

ITE Code TABLE 1: PAST LAND USE FOR TRIP GENERATION DURING PM PEAK HOUR Lot Units Trip Rate Total Trips Trips In Trips Out 210 5260 Tanya Drive 289 1.00 trips / unit 289 182 107 210 5280 Tanya Drive 72 1.00 trips / unit 72 45 27 210 5291 Tanya Drive 28 1.00 trips / unit 28 18 10 210 5300 Tanya Drive 57 1.00 trips / unit 57 36 21 210 5311 Tanya Drive 28 1.00 trips / unit 28 18 10 210 5320 Tanya Drive 33 1.00 trips / unit 33 21 12 210 5330 Tanya Drive 30 1.00 trips / unit 30 19 11 210 3905 Lost Lake Road 49 1.00 trips / unit 49 31 18 Total Trips for Tanya Development 586 370 216 210 Rutherford / Vanderneuk Dev 558 1.00 trips / unit 558 351 207 Total Trips for Rutherford / Vanderneuk Developments 586 351 207 3.3 TRIP ASSIGNMENT Trips were assigned based on the existing turn percentages at adjacent intersections (residential subdivisions). The trips were assigned with 80% of trips entering and exiting the development and travelling to / from the Oliver Road / Rutherford Road intersection and beyond while the remaining 20% will come from the north end of Rutherford Road. Three options were analyzed for the trips to access Rutherford Road depending on internal connection roads: Option 1 All trips travel through the Vanderneuk Road / Rutherford Road intersection; Option 2 The 5300 Rutherford Road and 5701 Vanderneuk Road developments would access a new southern connection to Rutherford Road if travelling south or continue to use the Vanderneuk Road route if travelling north. All the Tanya Drive lots would continue to use the Vanderneuk Road route; Option 3 The 5300 Rutherford Rd and 5701 Vanderneuk Road developments would operate the same as Option 2 while the Tanya Drive lots would now be split 50 / 50 in using the Vanderneuk Road Route and using an internal connection to access the second southern connection to Rutherford Road. Figure 3, Figure 4, and Figure 5 show the trip assignments for the three options. LOST LAKE CORRIDOR REVIEW 5

Figure 3: Option 1 Trip Assignment Figure 4: Option 2 Trip Assignment LOST LAKE CORRIDOR REVIEW 6

Figure 5: Option 3 Trip Assignment 3.4 SITE ACCESS The specific site accesses have not been identified at this point. Further analysis will be required when individual properties develop. 3.5 TRAFFIC ANALYSIS The weekday traffic volumes were analyzed with the proposed additional land use traffic during the PM peak hour for a five year horizon (2021). To remain consistent with the previous Rutherford / Vanderneuk report a 2.0% annual growth rate was applied to the measured existing 2016 traffic volumes to obtain the projected 2021 background traffic. The combined developments traffic volumes and the background traffic volumes were entered into Synchro to determine the post development traffic conditions for each of the trip assignment options. The Rutherford Road / Vanderneuk Road intersection had multiple failing movement under the existing stop control conditions for all three trip assignment options. In order for the intersection to operate under acceptable LOS a traffic signal will need to be installed with a protected permitted southbound left turn phase. The intersection will also require a northbound right turn lane. The length for the right turn lane varies between options and is specified under each analysis. The Lost Lake Road / Tanya Drive continues to operate at good LOS with the existing northbound stop control. LOST LAKE CORRIDOR REVIEW 7

3.5.1 OPTION 1 - POST DEVELOPMENT PM PEAK HOUR CONDITIONS (2021) Option 1 assigns all trips through the Vanderneuk Road / Rutherford Road intersection. Table 2 shows the post development PM peak hour traffic conditions for Option 1 in 2021. TABLE 2: OPTION 1 POST DEVELOPMENT PM PEAK HOUR TRAFFIC CONDITIONS Intersection Movement LOS Delay (s) 95 th Queue (m) Rutherford Road / Vanderneuk Road Lost Lake Road / Tanya Drive WBL C 27.7 128.7 WBR A 7.2 36.3 NBT C 21.8 327.2 NBR A 6.8 205.5 SBL B 13.3 33.7 SBT A 9.5 37.2 EB T/R A 0.0 0.0 WB L/T A 0.0 0.0 NB L/R B 13.7 23.1 The 95 th percentile queue lengths were averaged from multiple SimTraffic simulations. The Rutherford Road / Vanderneuk Road operates at an acceptable LOS for all movements; however, the northbound right turn lane will require a storage length over 200m. The Lost Lake Road / Tanya Drive intersection operates at a LOS B or better. Figure 6 shows the 2021 post development volumes and LOS for Option 1. Figure 6: Option 1 Post Development 2021 Volumes and LOS LOST LAKE CORRIDOR REVIEW 8

In this option the volumes on Vanderneuk Road, near Rutherford Road will be over 14,000 vpd, which is in the range of an arterial road. On Lost Lake Drive, near Tanya Drive, daily traffic volumes are 8,300 vph, which is slightly above the expected volumes on a collector road. 3.5.2 OPTION 2 POST DEVELOPMENT PM PEAK HOUR CONDITIONS (2021) In Option 2 the Rutherford / Vanderneuk developments would access a new southern connection to Rutherford Road if travelling south or continue to use the Vanderneuk Road route if travelling north. All the Tanya Drive lots would continue to use the Rutherford / Vanderneuk Road intersection as it is unlikely Tanya Drive area motorists will travel along Alta Vista Drive to Cascara Drive to access Linley Valley/Rutherford Road compared to remaining on Lost Lake Road. Table 3 shows the post development PM peak hour traffic conditions for Option 2 in 2021. TABLE 3: OPTION 2 POST DEVELOPMENT PM PEAK HOUR TRAFFIC CONDITIONS Intersection Movement LOS Delay (s) 95 th Queue (m) Rutherford Road / Vanderneuk Road Lost Lake Road / Tanya Drive WBL C 23.5 64.2 WBR A 5.2 32.0 NBT B 19.7 55.5 NBR A 4.5 52.5 SBL A 8.8 29.3 SBT A 7.3 30.3 EB T/R A 0.0 0.0 WB L/T A 0.0 0.0 NB L/R B 13.7 23.8 The 95 th percentile queue lengths were averaged from multiple SimTraffic simulations. The Rutherford Road / Vanderneuk Road intersection operates at LOS C or better for all movements similar to Option 1 conditions. However, the northbound right turn lane requires 55m storage and the northbound through improves from LOS C to LOS B. The northbound through and westbound left turn queues are significantly reduced in this option. Lost Lake Road / Tanya Drive operates a LOS B or better. Figure 7 shows the 2021 post development volumes and LOS for Option 2. LOST LAKE CORRIDOR REVIEW 9

Figure 7: Option 2 Post Development 2021 Volumes and LOS In this option the daily volumes on Vanderneuk Road, near Rutherford Road will be approximately 10,000 vph, which is over the expected volume for a collector (8,000 vpd); however, closer than in Option 1. Volumes on Lost Lake Road are the same as Option 1. 3.5.3 OPTION 3 POST DEVELOPMENT PM PEAK HOUR CONDITIONS (2021) In Option 3 the 5300 Rutherford Rd and 5701 Vanderneuk Road developments would travel the same as Option 2 using both route to reach Rutherford Road. For the Tanya Developments the trips travelling to / from the north would continue to use the Rutherford Road / Vanderneuk Road intersection; however, the trips travelling to / from the south would now be split 50 / 50 in using the Vanderneuk Road Route and using an internal connection to access the through one of the Tanya Road properties to connect to Linley Valley Drive. LOST LAKE CORRIDOR REVIEW 10

TABLE 4: OPTION 3 POST DEVELOPMENT PM PEAK HOUR TRAFFIC CONDITIONS Intersection Movement LOS Delay (s) 95 th Queue (m) Rutherford Road / Vanderneuk Road Lost Lake Road / Tanya Drive WBL C 21.7 41.8 WBR A 5.7 27.3 NBT B 17.4 54.9 NBR A 3.6 33.7 SBL A 7.4 28.7 SBT A 6.2 27.8 EB T/R A 0.0 0.0 WB L/T A 0.0 0.0 NB L/R B 10.8 17.9 The 95 th percentile queue lengths were averaged from multiple SimTraffic simulations. The Rutherford Road / Vanderneuk Road intersection operates at LOS C or better for all movements with limited change in queues and delays compared to Option 2. The northbound right turn lane requires 35m storage. Lost Lake Road / Tanya Drive operates a LOS B or higher. Figure 8 shows the 2021 post development volumes and LOS for Option 3. Figure 8: Option 3 Post Development 2021 Volumes and LOS In this option the expected daily volumes on Vanderneuk Road and Lost Lake Road are within the expected collector road range (4,000 vpd to 8,000 vpd). LOST LAKE CORRIDOR REVIEW 11

4.0 OTHER MODES OF TRANSPORTATION 4.1 PEDESTRIAN FACILITIES AND BICYCLE FACILITIES Sidewalks currently exist on the west side of Rutherford Rd and on the frontage of the Garnet Place subdivision. The remainder of the east side of Rutherford Road consists of an approximately 1.0m wide paved shoulder with exposed gravel behind it. Vanderneuk Road has sidewalks along its north side. Lost Lake Road has a mix of paved shoulder, gravel shoulder, and no shoulder on both sides of the road. Tanya Road has a mix of gravel and grass shoulders. The City of Nanaimo s OCP Map2 designates Rutherford Rd as a bicycle route. Neither Vanderneuk Road / Lost Lake Road nor Tanya Drive is designated bicycle routes in the OCP. No further improvements to the sidewalks or bike lanes are required on Vanderneuk Rd and Rutherford Rd at this time. Sidewalk could be considered for Tanya Drive as the land is developed. 4.2 TRANSIT The Route 20 (Hammond Bay) bus is the closest to the Tanya Drive developments; however, there is no easy or direct route to access Hammond Bay Road. Following the road network would require a pedestrian to walk approximately 1.8km to access Hammond Bay Road. The Route 20 bus runs approximately 30 times a day. 5.0 CONCLUSIONS Overall Vanderneuk Road and Lost Lake Road can handle the expected volume of traffic if the properties on Tanya Drive are rezoned to R-10. With the potential future developments along Tanya Drive as well as the 5300 Rutherford Road and 5701 Vanderneuk Road developments the Rutherford Road / Vanderneuk Road intersection will be required to be signalized with a protected / permitted southbound left turn phase and a northbound right turn lane. The length of the northbound right turn lane will depend on the timing of the developments and the Linley Valley Drive connection to Rutherford Road and if it extends to Tanya Drive. Consideration should be given to extending Linley Valley Drive to Tanya Drive to provide dual access routes to the area for improved traffic operations as well as emergency service access. This area has limited sidewalks and is not a recommended cycling route. Therefore consideration for sidewalks should be undertaken during develop of each property to determine the appropriate trail / sidewalk plan to connect the neighbourhood. Transit is also not accessible for these properties as transit is over 1.8km away. LOST LAKE CORRIDOR REVIEW 12

APPENDIX A: SYNCHRO BACKGROUND LOST LAKE CORRIDOR REVIEW

SYNCHRO MODELLING SOFTWARE DESCRIPTION The traffic analysis was completed using Synchro and SimTraffic traffic modeling software. Results were measured in delay, level of service (LOS) and 95th percentile queue length. Synchro is based on the Highway Capacity Manual (HCM) methodology. SimTraffic integrates established driver behaviours and characteristics to simulate actual conditions by randomly seeding or positioning vehicles travelling throughout the network. The simulation is run five times (five different random seedings of vehicle types, behaviours and arrivals) to obtain statistical significance of the results. Levels of Service Traffic operations are typically described in terms of levels of service, which rates the amount of delay per vehicle for each movement and the entire intersection. Levels of service range from LOS A (representing best operations) to LOS E / F (LOS E being poor operations and LOS F being unpredictable / disruptive operations). LOS E / F are generally unacceptable levels of service under normal everyday conditions. The hierarchy of criteria for grading an intersection or movement not only includes delay times, but also takes into account traffic control type (stop signs or traffic signal). For example, if a vehicle is delayed for 19 seconds at an unsignalized intersection, it is considered to have an average operation, and would therefore be graded as an LOS C. However, at a signalized intersection, a 19 second delay would be considered a good operation and therefore it would be given an LOS B. The table below indicates the range of delay for LOS for signalized and unsignalized intersections. Table A1: LOS Criteria, by Intersection Traffic Control Level of Service Unsignalized Intersection Average Vehicle Delay (sec/veh) Signalized Intersection Average Vehicle Delay (sec/veh) A Less than 10 Less than 10 B 10 to 15 11 to 20 C 16 to 25 21 to 35 D 26 to 35 36 to 55 E 36 to 50 56 to 80 F More than 51 More than 81 LOST LAKE CORRIDOR REVIEW

APPENDIX B: 2016 EXISTING SYNCHRO LOST LAKE CORRIDOR REVIEW

HCM 2010 TWSC 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 126 29 346 201 37 217 Future Vol, veh/h 126 29 346 201 37 217 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 200 - - 600 - Veh in Median Storage, # 0-0 - - 0 Grade, % 0-0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 137 32 376 218 40 236 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 801 485 0 0 595 0 Stage 1 485 - - - - - Stage 2 316 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 354 582 - - 981 - Stage 1 619 - - - - - Stage 2 739 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 340 582 - - 981 - Mov Cap-2 Maneuver 340 - - - - - Stage 1 619 - - - - - Stage 2 709 - - - - - Approach WB NB SB HCM Control Delay, s 20.5 0 1.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 340 582 981 - HCM Lane V/C Ratio - - 0.403 0.054 0.041 - HCM Control Delay (s) - - 22.6 11.5 8.8 - HCM Lane LOS - - C B A - HCM 95th %tile Q(veh) - - 1.9 0.2 0.1 - Existing 2016 10-27-2016 Synchro 9 Report M.Lee Page 1

HCM 2010 TWSC 6: Tanya Dr & Lost Lake Rd 10-27-2016 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 66 5 0 53 3 0 Future Vol, veh/h 66 5 0 53 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 72 5 0 58 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 77 0 132 74 Stage 1 - - - - 74 - Stage 2 - - - - 58 - Critical Hdwy - - 4.12-6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218-3.518 3.318 Pot Cap-1 Maneuver - - 1522-862 988 Stage 1 - - - - 949 - Stage 2 - - - - 965 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1522-862 988 Mov Cap-2 Maneuver - - - - 862 - Stage 1 - - - - 949 - Stage 2 - - - - 965 - Approach EB WB NB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 862 - - 1522 - HCM Lane V/C Ratio 0.004 - - - - HCM Control Delay (s) 9.2 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - Existing 2016 10-27-2016 Synchro 9 Report M.Lee Page 2

APPENDIX C: 2021 OPTION 1 CONDITIONS LOST LAKE CORRIDOR REVIEW

HCM 2010 TWSC 6: Tanya Dr & Lost Lake Rd 10-27-2016 Intersection Int Delay, s/veh 4.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 73 376 0 59 219 0 Future Vol, veh/h 73 376 0 59 219 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 79 409 0 64 238 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 488 0 348 284 Stage 1 - - - - 284 - Stage 2 - - - - 64 - Critical Hdwy - - 4.12-6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218-3.518 3.318 Pot Cap-1 Maneuver - - 1075-649 755 Stage 1 - - - - 764 - Stage 2 - - - - 959 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1075-649 755 Mov Cap-2 Maneuver - - - - 649 - Stage 1 - - - - 764 - Stage 2 - - - - 959 - Approach EB WB NB HCM Control Delay, s 0 0 13.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 649 - - 1075 - HCM Lane V/C Ratio 0.367 - - - - HCM Control Delay (s) 13.7 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 1.7 - - 0 - Option 1 - All Trips Through Rutherford Rd / Vanderneuk Rd - Stop Control (2021) 10-27-2016 Synchro 9 Report M.Lee Page 2

Lanes, Volumes, Timings 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 446 107 382 743 170 240 Future Volume (vph) 446 107 382 743 170 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (m) 0.0 20.0 200.0 60.0 Storage Lanes 1 1 1 1 Taper Length (m) 7.5 22.9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1789 1601 1883 1601 1789 1883 Flt Permitted 0.950 0.270 Satd. Flow (perm) 1789 1601 1883 1601 509 1883 Right Turn on Red Yes Yes Satd. Flow (RTOR) 77 808 Link Speed (k/h) 50 50 50 Link Distance (m) 739.5 727.3 791.7 Travel Time (s) 53.2 52.4 57.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 485 116 415 808 185 261 Shared Lane Traffic (%) Lane Group Flow (vph) 485 116 415 808 185 261 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(m) 3.7 3.7 3.7 Link Offset(m) 0.0 0.0 0.0 Crosswalk Width(m) 4.8 4.8 14.6 Two way Left Turn Lane Headway Factor 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (k/h) 26 14 14 26 Number of Detectors 1 1 2 1 1 2 Detector Template Left Right Thru Right Left Thru Leading Detector (m) 2.1 2.1 10.0 2.1 2.1 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.1 2.1 0.6 2.1 2.1 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 Detector 2 Size(m) 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Perm Perm NA Perm pm+pt NA Protected Phases 2 1 6 Permitted Phases 8 8 2 6 Option 1 - Signal (2021) 10-27-2016 Synchro 9 Report M.Lee Page 1

Lanes, Volumes, Timings 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Lane Group WBL WBR NBT NBR SBL SBT Detector Phase 8 8 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s) 25.2 25.2 25.2 25.2 9.6 34.8 Total Split (%) 42.0% 42.0% 42.0% 42.0% 16.0% 58.0% Maximum Green (s) 20.7 20.7 20.7 20.7 5.1 30.3 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 18.4 18.4 17.7 17.7 24.7 24.7 Actuated g/c Ratio 0.35 0.35 0.34 0.34 0.47 0.47 v/c Ratio 0.78 0.19 0.66 0.75 0.50 0.30 Control Delay 27.7 7.2 21.8 6.8 13.3 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.7 7.2 21.8 6.8 13.3 9.5 LOS C A C A B A Approach Delay 23.8 11.9 11.1 Approach LOS C B B Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 52.6 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 14.9 Intersection Capacity Utilization 65.5% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service C Splits and Phases: 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd Option 1 - Signal (2021) 10-27-2016 Synchro 9 Report M.Lee Page 2

Queuing and Blocking Report 10-27-2016 Intersection: 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd Movement WB WB NB NB SB SB Directions Served L R T R L T Maximum Queue (m) 151.9 27.5 258.1 175.0 39.5 46.8 Average Queue (m) 74.6 18.8 103.3 106.6 20.4 19.7 95th Queue (m) 128.7 36.3 327.2 205.5 33.7 37.2 Link Distance (m) 725.3 717.1 771.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 20.0 200.0 60.0 Storage Blk Time (%) 50 1 2 8 0 Queuing Penalty (veh) 53 4 17 30 0 Intersection: 6: Tanya Dr & Lost Lake Rd Movement NB Directions Served LR Maximum Queue (m) 28.2 Average Queue (m) 14.9 95th Queue (m) 23.1 Link Distance (m) 663.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 104 Option 1 - Signal (2021) SimTraffic Report M.Lee Page 1

APPENDIX D: 2021 OPTION 2 CONDITIONS LOST LAKE CORRIDOR REVIEW

HCM 2010 TWSC 6: Tanya Dr & Lost Lake Rd 10-27-2016 Intersection Int Delay, s/veh 4.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 73 376 0 59 219 0 Future Vol, veh/h 73 376 0 59 219 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 79 409 0 64 238 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 488 0 348 284 Stage 1 - - - - 284 - Stage 2 - - - - 64 - Critical Hdwy - - 4.12-6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218-3.518 3.318 Pot Cap-1 Maneuver - - 1075-649 755 Stage 1 - - - - 764 - Stage 2 - - - - 959 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1075-649 755 Mov Cap-2 Maneuver - - - - 649 - Stage 1 - - - - 764 - Stage 2 - - - - 959 - Approach EB WB NB HCM Control Delay, s 0 0 13.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 649 - - 1075 - HCM Lane V/C Ratio 0.367 - - - - HCM Control Delay (s) 13.7 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 1.7 - - 0 - Option 2 - Stop Control (2021) 10-27-2016 Synchro 9 Report M.Lee Page 2

Lanes, Volumes, Timings 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 280 107 382 462 170 240 Future Volume (vph) 280 107 382 462 170 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (m) 0.0 20.0 200.0 60.0 Storage Lanes 1 1 1 1 Taper Length (m) 7.5 22.9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1789 1601 1883 1601 1789 1883 Flt Permitted 0.950 0.292 Satd. Flow (perm) 1789 1601 1883 1601 550 1883 Right Turn on Red Yes Yes Satd. Flow (RTOR) 116 502 Link Speed (k/h) 50 50 50 Link Distance (m) 739.5 727.3 791.7 Travel Time (s) 53.2 52.4 57.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 304 116 415 502 185 261 Shared Lane Traffic (%) Lane Group Flow (vph) 304 116 415 502 185 261 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(m) 3.7 3.7 3.7 Link Offset(m) 0.0 0.0 0.0 Crosswalk Width(m) 4.8 4.8 14.6 Two way Left Turn Lane Headway Factor 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (k/h) 26 14 14 26 Number of Detectors 1 1 2 1 1 2 Detector Template Left Right Thru Right Left Thru Leading Detector (m) 2.1 2.1 10.0 2.1 2.1 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.1 2.1 0.6 2.1 2.1 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 Detector 2 Size(m) 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Perm Perm NA Perm pm+pt NA Protected Phases 2 1 6 Permitted Phases 8 8 2 6 Option 2 - Signal (2021) 10-27-2016 Synchro 9 Report M.Lee Page 1

Lanes, Volumes, Timings 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Lane Group WBL WBR NBT NBR SBL SBT Detector Phase 8 8 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 25.5 25.5 12.0 37.5 Total Split (%) 37.5% 37.5% 42.5% 42.5% 20.0% 62.5% Maximum Green (s) 18.0 18.0 21.0 21.0 7.5 33.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 13.6 13.6 17.8 17.8 26.6 26.6 Actuated g/c Ratio 0.27 0.27 0.36 0.36 0.54 0.54 v/c Ratio 0.62 0.22 0.62 0.56 0.39 0.26 Control Delay 23.5 5.2 19.7 4.5 8.8 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.5 5.2 19.7 4.5 8.8 7.3 LOS C A B A A A Approach Delay 18.4 11.4 7.9 Approach LOS B B A Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 49.7 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 12.2 Intersection Capacity Utilization 56.3% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service B Splits and Phases: 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd Option 2 - Signal (2021) 10-27-2016 Synchro 9 Report M.Lee Page 2

Queuing and Blocking Report 10-27-2016 Intersection: 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd Movement WB WB NB NB SB SB Directions Served L R T R L T Maximum Queue (m) 76.4 27.5 66.0 66.2 36.3 37.9 Average Queue (m) 35.4 15.2 33.0 30.0 17.8 15.0 95th Queue (m) 64.2 32.0 55.5 52.5 29.3 30.3 Link Distance (m) 725.3 717.1 771.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 20.0 200.0 60.0 Storage Blk Time (%) 23 1 Queuing Penalty (veh) 25 2 Intersection: 6: Tanya Dr & Lost Lake Rd Movement NB Directions Served LR Maximum Queue (m) 27.2 Average Queue (m) 15.2 95th Queue (m) 23.8 Link Distance (m) 663.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 27 Option 2 - Signal (2021) SimTraffic Report M.Lee Page 1

APPENDIX E: 2021 OPTION 3 CONDITIONS LOST LAKE CORRIDOR REVIEW

HCM 2010 TWSC 6: Tanya Dr & Lost Lake Rd 10-27-2016 Intersection Int Delay, s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 73 193 0 59 113 0 Future Vol, veh/h 73 193 0 59 113 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 79 210 0 64 123 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 289 0 248 184 Stage 1 - - - - 184 - Stage 2 - - - - 64 - Critical Hdwy - - 4.12-6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218-3.518 3.318 Pot Cap-1 Maneuver - - 1273-740 858 Stage 1 - - - - 848 - Stage 2 - - - - 959 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1273-740 858 Mov Cap-2 Maneuver - - - - 740 - Stage 1 - - - - 848 - Stage 2 - - - - 959 - Approach EB WB NB HCM Control Delay, s 0 0 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 740 - - 1273 - HCM Lane V/C Ratio 0.166 - - - - HCM Control Delay (s) 10.8 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.6 - - 0 - Option 3 - Stop Control (2021) 10-27-2016 Synchro 9 Report M.Lee Page 2

Lanes, Volumes, Timings 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 192 107 382 313 170 240 Future Volume (vph) 192 107 382 313 170 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (m) 0.0 20.0 200.0 60.0 Storage Lanes 1 1 1 1 Taper Length (m) 7.5 22.9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1789 1601 1883 1601 1789 1883 Flt Permitted 0.950 0.316 Satd. Flow (perm) 1789 1601 1883 1601 595 1883 Right Turn on Red Yes Yes Satd. Flow (RTOR) 116 340 Link Speed (k/h) 50 50 50 Link Distance (m) 739.5 727.3 791.7 Travel Time (s) 53.2 52.4 57.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 209 116 415 340 185 261 Shared Lane Traffic (%) Lane Group Flow (vph) 209 116 415 340 185 261 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(m) 3.7 3.7 3.7 Link Offset(m) 0.0 0.0 0.0 Crosswalk Width(m) 4.8 4.8 14.6 Two way Left Turn Lane Headway Factor 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (k/h) 26 14 14 26 Number of Detectors 1 1 2 1 1 2 Detector Template Left Right Thru Right Left Thru Leading Detector (m) 2.1 2.1 10.0 2.1 2.1 10.0 Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Size(m) 2.1 2.1 0.6 2.1 2.1 0.6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(m) 9.4 9.4 Detector 2 Size(m) 0.6 0.6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Perm Perm NA Perm pm+pt NA Protected Phases 2 1 6 Permitted Phases 8 8 2 6 Option 3 - Signal (2021) 10-27-2016 Synchro 9 Report M.Lee Page 1

Lanes, Volumes, Timings 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd 10-27-2016 Lane Group WBL WBR NBT NBR SBL SBT Detector Phase 8 8 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 25.5 25.5 12.0 37.5 Total Split (%) 37.5% 37.5% 42.5% 42.5% 20.0% 62.5% Maximum Green (s) 18.0 18.0 21.0 21.0 7.5 33.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 11.0 11.0 18.5 18.5 27.6 27.6 Actuated g/c Ratio 0.23 0.23 0.39 0.39 0.58 0.58 v/c Ratio 0.51 0.25 0.57 0.41 0.36 0.24 Control Delay 21.7 5.7 17.4 3.6 7.4 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.7 5.7 17.4 3.6 7.4 6.2 LOS C A B A A A Approach Delay 16.0 11.2 6.7 Approach LOS B B A Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 47.9 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 10.9 Intersection Capacity Utilization 51.4% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd Option 3 - Signal (2021) 10-27-2016 Synchro 9 Report M.Lee Page 2

Queuing and Blocking Report 10-27-2016 Intersection: 2: Rutheford Rd/Rutherford Rd & Vanderneuk Rd Movement WB WB NB NB SB SB Directions Served L R T R L T Maximum Queue (m) 52.0 27.4 68.7 41.2 35.0 32.8 Average Queue (m) 23.9 12.7 31.4 20.0 17.1 14.0 95th Queue (m) 41.8 27.3 54.9 33.7 28.7 27.8 Link Distance (m) 725.3 717.1 771.4 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) 20.0 200.0 60.0 Storage Blk Time (%) 11 0 Queuing Penalty (veh) 12 1 Intersection: 6: Tanya Dr & Lost Lake Rd Movement NB Directions Served LR Maximum Queue (m) 21.6 Average Queue (m) 11.6 95th Queue (m) 17.9 Link Distance (m) 663.5 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (m) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 13 Option 3 - Signal (2021) SimTraffic Report M.Lee Page 1